JPH0518556Y2 - - Google Patents

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Publication number
JPH0518556Y2
JPH0518556Y2 JP1985129110U JP12911085U JPH0518556Y2 JP H0518556 Y2 JPH0518556 Y2 JP H0518556Y2 JP 1985129110 U JP1985129110 U JP 1985129110U JP 12911085 U JP12911085 U JP 12911085U JP H0518556 Y2 JPH0518556 Y2 JP H0518556Y2
Authority
JP
Japan
Prior art keywords
sleeve
pipe
branch
double
joint
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP1985129110U
Other languages
Japanese (ja)
Other versions
JPS6238985U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP1985129110U priority Critical patent/JPH0518556Y2/ja
Publication of JPS6238985U publication Critical patent/JPS6238985U/ja
Application granted granted Critical
Publication of JPH0518556Y2 publication Critical patent/JPH0518556Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Sewage (AREA)
  • Branch Pipes, Bends, And The Like (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、塩ビ製小口径公共ますに適用する管
継手に関するものである。
[Detailed description of the invention] [Industrial field of application] The present invention relates to a pipe joint that is applied to small-diameter public pipes made of PVC.

〔従来の技術とその問題点〕[Conventional technology and its problems]

一般に排水管には、管詰まりなどのとき、これ
を点検、修理するため、配管の曲部や分岐部にま
すが設けられている。このますのうち、公共用汚
水ますについては、特に、各都市の条例等で決め
られており、例えば、ますは角形のコンクリート
製または鉄筋コンクリート製とし、その設置位置
は、公道と民地との境界付近とし、ますの底部に
はインバートを切る等の基準が決められている。
Drainage pipes are generally equipped with gaiters at bends and branches in order to inspect and repair clogged pipes. Among these cells, public sewage cells are specifically determined by the ordinances of each city. For example, the cells must be made of square concrete or reinforced concrete, and their installation location is at the boundary between public roads and private land. Standards such as cutting an invert at the bottom of the square are determined.

すなわち、公共用汚水ますは、長年使用に耐
え、点検や掃除も容易で、しかも、民地からの汚
物水は滞ることなく下水本管へ流す等の条件を満
たさなければならない、とされている。殊に、点
検や掃除に際し、点検ミラー、ロツド棒、小型テ
レビカメラ、ジエツト洗浄ノズル等の管理用具が
使用できるようにしなければならない、とされて
いる。
In other words, a public sewage tank must be able to withstand long-term use, be easy to inspect and clean, and meet certain conditions such as allowing sewage water from private areas to flow into the main sewage pipe without stagnation. . In particular, maintenance tools such as inspection mirrors, rods, small television cameras, and jet cleaning nozzles must be made available for inspection and cleaning.

かかる基準による公共用汚水ますは、従来、そ
の全体が大きく構成される一方、道路の狭小化に
より、公共ますが設置困難となり、しかも、美観
も損なう、という問題があつた。
Conventionally, public sewage basins based on such standards have been large in size, but the narrowing of roads has made it difficult to install public sewage basins, and the aesthetic appearance has also been damaged.

そこで、これらの問題を解消するため、ますの
小形化および築造費の低減化を図り、狭小道路で
も、ますの配置を容易にし、ますの補修頻度を少
なくする等を目的として、第3図に示すような下
水管配管構造が案出された。
Therefore, in order to solve these problems, we designed the squares shown in Figure 3 with the aim of downsizing the squares and reducing construction costs, making it easier to place the squares even on narrow roads, and reducing the frequency of square repairs. A sewer pipe piping structure as shown was devised.

すなわち、第3図において、公道Aと民地Bと
をL形側溝Cを境界とし、これらの地中に下水管
配管構造Dが埋設されている。同図に示すものは
横配管で、例えば浅埋設の場合を示し、図示しな
い下水本管が比較的浅く埋設されているものであ
る。この下水本管より塩ビ製取付管1が分岐さ
れ、民地B内に延設されている。この取付管1の
若干勾配をつけた水平部において、L形側溝Cの
下方近傍で公道A内に、塩ビ製の口径100〜150mm
の掃除口用直管2を立設している。そして、この
取付管1と、掃除口用直管2とを90°大曲りY継
手3′を介して接続している。すなわち、この90°
大曲りY継手3′の枝部4のスリーブ(受口)6
に掃除口用直管2を接続している。この掃除口用
直管2の上端には適宜の掃除用蓋5を設け、これ
を公道の地表GLと一致させている。なお、7は
自在曲管を示す。
That is, in FIG. 3, a public road A and a private land B are bounded by an L-shaped gutter C, and a sewer pipe structure D is buried underground. What is shown in the figure is a horizontal pipe, for example, a case where it is shallowly buried, and a sewer main pipe (not shown) is buried relatively shallowly. A PVC attachment pipe 1 is branched from this sewage main pipe and extended into private land B. At the horizontal part of this mounting pipe 1 with a slight slope, a PVC pipe with a diameter of 100 to 150 mm is installed in the public road A near the bottom of the L-shaped side gutter C.
A straight pipe 2 for the cleaning port is installed upright. The mounting pipe 1 and the cleaning port straight pipe 2 are connected via a Y joint 3' bent at a large angle of 90°. i.e. this 90°
Sleeve (socket) 6 of branch 4 of large bent Y joint 3'
A straight pipe 2 for the cleaning port is connected to. An appropriate cleaning lid 5 is provided at the upper end of this cleaning port straight pipe 2, and this is aligned with the ground surface GL of the public road. Note that 7 indicates a freely bendable pipe.

そして、取付管1と掃除口用直管2とは規格化
された90°大曲りY継手3′で接続し、この継手
3′を介して汚水を流下させるとともに、掃除口
用直管2から前記の掃除用ロツドや、ジエツト洗
浄ノズルを挿入したり、また、アチユーマツト方
式による掃除を行つており、更には、点検ミラー
を挿入し、内部点検を行つている。
The mounting pipe 1 and the cleaning port straight pipe 2 are connected with a standardized 90° large bent Y joint 3', and the waste water is allowed to flow down through this joint 3', and from the cleaning port straight pipe 2. The above-mentioned cleaning rods and jet cleaning nozzles are inserted, and cleaning is performed using the Ayumat method.Furthermore, an inspection mirror is inserted to conduct internal inspections.

したがつて、かかる提案によれば、一応前記し
た各種の問題が解消されている。
Therefore, according to this proposal, the various problems mentioned above are solved to a certain extent.

ところが、前記のJISで規格化された90°大曲り
Y継手3′は、第4図イ,ロに示すように、枝部
4のスリーブ6の開口側から見下ろすと、スリー
ブ6の開口面積に対し、三日月状縁部8に邪魔さ
れて、主部9における管底は63.5%しか見えな
い。つまり、枝部4の基部付近はスリーブ6の開
口側からみれば63.5%の使用可能な断面積しかな
い。そのため、第4図図示の点検ミラー10によ
る点検に障害があつた。
However, when looking down from the opening side of the sleeve 6 of the branch 4, the 90° large-bend Y joint 3' standardized by JIS has a large opening area that is not large enough to accommodate the opening area of the sleeve 6, as shown in Fig. 4 A and B. On the other hand, only 63.5% of the tube bottom in the main part 9 is visible because it is obstructed by the crescent-shaped edge 8. In other words, the area near the base of the branch portion 4 has a usable cross-sectional area of only 63.5% when viewed from the opening side of the sleeve 6. Therefore, there was a problem in the inspection using the inspection mirror 10 shown in FIG.

なお、かかる90°大曲りY継手の代りに、第5
図に示すようなJISで規格化された90°Y継手
(CT継手)3′aを使用することや、実開昭59−
29490号公報で紹介されているような民地用小口
径汚水ますを使用することを試みたが、これらの
場合、掃除用ロツドやジエツト洗浄ノズルを下流
方向に円滑に挿入できない、という不都合か生
じ、公共用汚水ますの適用条件を満足させない、
とう問題があつた。
In addition, instead of the 90° large bend Y joint, the fifth
It is possible to use a 90° Y joint (CT joint) 3'a standardized by JIS as shown in the figure, or
We have attempted to use small-diameter sewage basins for private use, such as those introduced in Publication No. 29490, but in these cases, the cleaning rod or jet cleaning nozzle could not be inserted smoothly in the downstream direction, which was an inconvenience. , does not meet the applicable conditions for public sewage basins,
Finally, a problem arose.

〔問題点を解決するための手段〕[Means for solving problems]

そこで本考案は、規格化された90°大曲りY継
手の構造を可及的に変更することなく、保守・点
検に便利な小口径公共ますに適用の管継手を提供
しようとするもので、その要旨とするところは、
第6図に示されるように、下水本管より分岐さ
れ、かつ、公道と民地との境界近傍に布設された
塩ビ製取付管1に、塩ビ製掃除口用直管2を、塩
ビ製管継手3を介して、立設した小口径公共ます
において、前記管継手3を、両口スリーブ21,
21と、これらの両口スリーブ21,21を連結
する主部20と、両口スリーブ21,21と直交
した方向に開口した枝部用スリーブ22と、枝部
用スリーブ22と主部20とを連結する枝部23
と、からなる規格化された90°大曲りY継手にお
ける各スリーブの大きさおよび配置位置を略同一
とする管継手により構成し、前記枝部23の上流
側嶺線25を、両口スリーブ21,21の軸線に
対し鉛直にし、かつ、上流側のスリーブ21の基
部と結んで構成し、前記枝部23の下流側嶺線2
4を、両口スリーブ21,21の軸線に対し傾斜
させ、かつ、下流側のスリーブ21の基部と一つ
の直線に結んで構成すると共に、前記枝部用スリ
ーブ22に前記掃除口用直管2を立設したことを
特徴とする塩ビ製小口径公共ます用管継手にあ
る。
Therefore, the present invention aims to provide a pipe joint that can be applied to small-diameter public pipes that is convenient for maintenance and inspection, without changing the structure of the standardized 90° large bend Y joint as much as possible. The gist of it is:
As shown in Figure 6, a PVC straight pipe 2 for a cleaning port is connected to a PVC installation pipe 1 that is branched from the main sewage pipe and installed near the boundary between a public road and a private area. The pipe joint 3 is attached to a double-ended sleeve 21,
21, a main part 20 connecting these double-ended sleeves 21, 21, a branch sleeve 22 opening in a direction perpendicular to the double-ended sleeves 21, 21, and a branch sleeve 22 and main part 20. Connecting branches 23
The upstream ridge line 25 of the branch 23 is connected to the double-ended sleeve 21. , 21 and connected to the base of the sleeve 21 on the upstream side, and the downstream ridge line 2 of the branch portion 23
4 is inclined with respect to the axes of the double-ended sleeves 21, 21, and connected in one straight line with the base of the sleeve 21 on the downstream side, and the straight pipe 2 for the cleaning port is connected to the branch sleeve 22. This is a small-diameter PVC pipe fitting for public tubs that is characterized by being installed vertically.

〔実施例〕〔Example〕

本考案の構成を第1図および第2図に示す実施
例により詳細に説明する。
The structure of the present invention will be explained in detail with reference to the embodiment shown in FIGS. 1 and 2.

本実施例の管継手3は、JIS規格の90°大曲りY
継手の主部と略同一構造(但し、両口スリーブ2
1,21間が、後記の枝部23の上流側嶺線を鉛
直状とした分だけ、若干長くなつている)からな
る主部20と、この主部20に設けられ、前記
90°大曲りY継手の両口スリーブの大きさと配置
位置が略同一の両口スリーブ21,21と、同
90°大曲りY継手の枝部用スリーブと大きさおよ
び配置位置が同一構造からなる枝部用スリーブ2
2と、から構成しており、しかも、これらの主部
20と枝部用スリーブ22とを連結する枝部23
における下流側嶺線(本明細書では枝部21の下
流側に最も突出された部分を称している)24を
下流側のスリーブ21の基部に向け傾斜した一つ
の直線状とし、上流側嶺線(本明細書では枝部2
3の上流側に最も突出された部分を称している)
25を鉛直状として上流側のスリーブ21の基部
と結び、これらのスリーブ21,21,22間の
連結部、つまり枝部23の基部近傍の空間スペー
スを拡大している。殊に、枝部用スリーブ22と
主部20の上流側のスリーブ21の基部とを連結
する枝部23の上流側嶺線25を、垂直状とし、
従来の90°大曲りY継手3′に比較して、上流側嶺
線域における空間スペースを拡大したものであ
る。
The pipe joint 3 of this example has a 90° large bend Y according to the JIS standard.
Almost the same structure as the main part of the joint (however, double-ended sleeve 2
1 and 21 is slightly longer due to the upstream ridge line of the branch portion 23 described later being made vertical.
The double-ended sleeves 21 and 21 of the 90° large bend Y joint have approximately the same size and arrangement position.
Branch sleeve 2 which has the same size and arrangement as the branch sleeve of a 90° large bend Y joint.
2, and a branch portion 23 connecting these main portions 20 and the branch sleeve 22.
The downstream ridge line (in this specification, the most protruding part of the branch 21 on the downstream side) 24 is a straight line inclined toward the base of the sleeve 21 on the downstream side, and the upstream ridge line (In this specification, branch 2
(This refers to the most protruding part on the upstream side of 3)
25 is connected vertically to the base of the sleeve 21 on the upstream side, thereby enlarging the connecting portion between these sleeves 21, 21, 22, that is, the space near the base of the branch portion 23. In particular, the upstream ridge line 25 of the branch portion 23 connecting the branch sleeve 22 and the base of the sleeve 21 on the upstream side of the main portion 20 is vertical;
Compared to the conventional 90° large-bend Y joint 3', the space in the upstream ridge line region is expanded.

なお、本実施例の管継手3は、主部20と枝部
23とを別個に射出成形により成形し、これらを
接着接合により一体化してもよいが、一体成形す
る場合は次のようにすればよい。すなわち、従
来、LT継手を成形する場合は弯曲された枝部を、
1個の回転コアでもつて、枝部用スリーブ側に回
転させ成形しているが、本実施例の場合、枝部の
コアを2分割し、下流側嶺線側のコアと上流側嶺
線側のコアとで構成し、下流側嶺線側のコアを
LT継手と同様の回転半径で下流側スリーブに向
け回転させ、上流側嶺線側のコアを枝部用スリー
ブと一体化して図中上方に抜くよう構成して一体
成形する。
In addition, in the pipe joint 3 of this embodiment, the main portion 20 and the branch portions 23 may be molded separately by injection molding, and then integrated by adhesive bonding, but when integrally molded, the following steps are required. Bye. In other words, conventionally, when forming an LT joint, the curved branch part is
Although one rotating core is rotated and molded to the branch sleeve side, in the case of this example, the branch core is divided into two parts, the core on the downstream ridge line side and the core on the upstream ridge line side. The core on the downstream ridge line side is
It is rotated toward the downstream sleeve with the same rotation radius as the LT joint, and the core on the upstream ridge line side is integrated with the branch sleeve and formed so as to be pulled out upward in the figure.

〔考案の効果〕[Effect of idea]

本考案によれば、 両口スリーブと、これらの両口スリーブを連
結する主部と、両口スリーブと直交した方向に
開口した枝部用スリーブと、これらの枝部用ス
リーブと主部とを連結する枝部と、からなる管
継手、つまり、JISで規格化された90°大曲りY
継手における両口スリーブと枝部用スリーブの
大きさ、および、配置位置を略同一とした管継
手を、公共用汚水ますとして用いたので、規格
化された90°大曲りY継手のように、民地から
の汚物水は、つまることなくスムーズに下水本
管に流すことができるのは勿論、上流側嶺線
を、上流側のスリーブの基部に向け鉛直状にし
たので、掃除口用直管から管継手底部を全面的
に見下ろすことができる。
According to the present invention, a double-ended sleeve, a main part connecting these double-ended sleeves, a branch sleeve opening in a direction perpendicular to the double-ended sleeve, and these branch sleeves and the main part are provided. A pipe joint consisting of a connecting branch, that is, a 90° large bend Y standardized by JIS.
A pipe joint in which the double-end sleeve and the branch sleeve are approximately the same in size and location was used as a public sewage basin, so it was similar to a standardized 90° large-bend Y joint. Not only can filthy water from private areas flow smoothly into the main sewer pipe without clogging, but the upstream ridge line is vertical toward the base of the sleeve on the upstream side, so it can be used as a straight pipe for cleaning. You can see the entire bottom of the pipe joint from here.

下流側嶺線を、下流側のスリーブの基部に向
け傾斜した一つの直線状にしたので、掃除用ロ
ツド等の挿入のガイドとなり、掃除用ロツドや
ジエツト洗浄ノズル等が下流側、つまり下水本
管に向け円滑に挿入することができる。したが
つて、公共用汚水ますとして好適となる。
The downstream ridge line is made into a straight line that slopes toward the base of the sleeve on the downstream side, so it serves as a guide for inserting cleaning rods, etc., and the cleaning rods and jet cleaning nozzles are placed on the downstream side, that is, the main sewage pipe. It can be inserted smoothly. Therefore, it is suitable as a public sewage tank.

上流側嶺線を、上流側のスリーブの基部に向
け鉛直状とし、下流側嶺線を、下流側のスリー
ブの基部に向け傾斜した一つの直線状としたの
で、90°大曲りY継手や、前掲の実開昭59−
29490号公報の汚水ますに比べ、枝部の基部近
傍の空間スペースを大きくでき、公共用汚水ま
すとして使用しなければならない点検ミラー、
ロツド棒、小型テレビカメラ、ジエツト洗浄ノ
ズル等の使用が容易になり、前記の全面見下
し効果と相俟って、公共用汚水ますとして、掃
除・点検に好適となる。
The upstream ridge line is vertical toward the base of the sleeve on the upstream side, and the downstream ridge line is a straight line inclined toward the base of the sleeve on the downstream side, so it is possible to create a 90° large Y joint, The above-mentioned Jitsukai 1987-
Compared to the sewage basin in Publication No. 29490, the space near the base of the branch can be made larger, and the inspection mirror must be used as a public sewage basin.
It becomes easy to use rod rods, small TV cameras, jet cleaning nozzles, etc., and in combination with the above-mentioned full-surface overlooking effect, it becomes suitable for cleaning and inspection as a public sewage basin.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の実施例の斜視図、第2図は第
1図のa〜a断面図、第3図は従来の下水管配管
構造の断面図、第4図イは一般の90°大曲りY継
手の断面図、ロはイの要部平面図、第5図は一般
のDT継手の断面図、第6図は参考図である。 1……取付管、2……掃除口用直管、3……管
継手、20……主部、21……スリーブ、22…
…枝部用スリーブ、24……下流側嶺線、25…
…上流側嶺線、A……公道、B……民地。
Fig. 1 is a perspective view of an embodiment of the present invention, Fig. 2 is a sectional view from a to a of Fig. 1, Fig. 3 is a sectional view of a conventional sewage pipe structure, and Fig. 4 A is a general 90° Figure 5 is a cross-sectional view of a general DT joint, and Figure 6 is a reference diagram. DESCRIPTION OF SYMBOLS 1... Mounting pipe, 2... Straight pipe for cleaning port, 3... Pipe joint, 20... Main part, 21... Sleeve, 22...
... Branch sleeve, 24 ... Downstream ridge line, 25 ...
...Upstream ridge line, A...Public road, B...Private land.

Claims (1)

【実用新案登録請求の範囲】 下水本管より分岐され、かつ、公道と民地との
境界近傍に布設された塩ビ製取付管1に、塩ビ製
掃除口用直管2を、塩ビ製管継手3を介して、立
設した小口径公共ますにおいて、 前記管継手3を、 両口スリーブ21,21と、これらの両口スリ
ーブ21,21を連結する主部20と、両口スリ
ーブ21,21と直交した方向に開口した枝部用
スリーブ22と、枝部用スリーブ22と主部20
とを連結する枝部23と、からなる規格化された
90°大曲りY継手における各スリーブの大きさお
よび配置位置を略同一とする管継手により構成
し、 前記枝部23の上流側嶺線25を、両口スリー
ブ21,21の軸線に対し鉛直にし、かつ、上流
側のスリーブ21の基部と結んで構成し、 前記枝部23の下流側嶺線24を、両口スリー
ブ21,21の軸線に対し傾斜させ、かつ、下流
側のスリーブ21の基部と一つの直線に結んで構
成すると共に、 前記枝部用スリーブ22に前記掃除口用直管2
を立設したことを特徴とする塩ビ製小口径公共ま
す用管継手。
[Scope of Claim for Utility Model Registration] A PVC straight pipe 2 for a cleaning port is attached to a PVC installation pipe 1 that is branched from a sewer main pipe and installed near the boundary between a public road and a private land, and a PVC pipe joint is installed. 3, the pipe joint 3 is connected to the double-ended sleeves 21, 21, the main part 20 connecting these double-ended sleeves 21, 21, and the double-ended sleeves 21, 21. a branch sleeve 22 that opens in a direction perpendicular to the branch sleeve 22 and the main portion 20;
A standardized branch 23 that connects the
It is constructed of a pipe joint in which the size and arrangement position of each sleeve in the 90° large bend Y joint are approximately the same, and the upstream ridge line 25 of the branch portion 23 is made perpendicular to the axis of the double-ended sleeves 21, 21. , and connected to the base of the sleeve 21 on the upstream side, the downstream ridge line 24 of the branch portion 23 is inclined with respect to the axis of the double-ended sleeves 21, 21, and the base of the sleeve 21 on the downstream side and the cleaning port straight pipe 2 is connected to the branch sleeve 22 in one straight line.
PVC pipe joint for small diameter public baths, characterized by the fact that it is installed vertically.
JP1985129110U 1985-08-23 1985-08-23 Expired - Lifetime JPH0518556Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985129110U JPH0518556Y2 (en) 1985-08-23 1985-08-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985129110U JPH0518556Y2 (en) 1985-08-23 1985-08-23

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JPS6238985U JPS6238985U (en) 1987-03-07
JPH0518556Y2 true JPH0518556Y2 (en) 1993-05-17

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JP4704060B2 (en) * 2005-02-14 2011-06-15 アロン化成株式会社 Boundary display method and boundary indicator

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JPS57130094U (en) * 1981-02-06 1982-08-13

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